Design Issues of Wind Turbine Towers

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dc.contributor.authorUmut, Onder
dc.contributor.authorAkbaş, Bülent
dc.contributor.authorShen, Jay
dc.date.accessioned2025-10-29T11:36:53Z
dc.date.issued2011
dc.departmentFakülteler, Mühendislik Fakültesi, İnşaat Bölümü
dc.description8th International Conference on Structural Dynamics (EURODYN) -- JUL 04-06, 2011 -- Leuven, BELGIUM
dc.description.abstractWind turbine design has advanced significantly in terms of its size and type in recent years. However, Conventional conical steel towers are predominantly used as a main structural system for wind turbine towers. However, to transport the tower to construction site seems to be a major issue. This study investigates the use of square cross-sections for wind turbine towers for different thickness and height as an alternative to circular cross-sections. Vortex shedding is also considered in the analyses.
dc.identifier.endpage1598
dc.identifier.isbn978-90-760-1931-4
dc.identifier.issn2311-9020
dc.identifier.scopus2-s2.0-84959903165
dc.identifier.scopusqualityN/A
dc.identifier.startpage1592
dc.identifier.urihttps://hdl.handle.net/20.500.14854/13538
dc.identifier.wosWOS:000366660801092
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherEuropean Assoc Structural Dynamics
dc.relation.ispartofProceedings of the 8th International Conference on Structural Dynamics, Eurodyn 2011
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WOS_20251020
dc.subjectWind turbine tower
dc.subjectSquare cross-section
dc.subjectVortex shedding
dc.titleDesign Issues of Wind Turbine Towers
dc.typeConference Object

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